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HomeMy WebLinkAbout20190326 Ver 1_18-02-0031_NoHistProp_20190307Project Tracki�rg No. (brterital [7se� 18-02-0031 =�� �� �G�` �t ��� rt�,��_, ��� i �, a � �, :,� � � n HISTORIC ARCHICTECTURE AND LANDSCAPES NO SURVEY REQUIRED FORM This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PRO.iFCT iNFnRMATION Project No: County: Anson WBS No.: 17BP. l 0.R.105 Document MCC 1 ype: Fe�l Ai�l No: Fun�ling: � State ❑ Federal Federal � Yes ❑ No Permit NWP Permit(s : Type(s): Prolect Description: Replace Bridge No. 175 on SR 1408 (Deep Spring Rd) over Caudle Branch. The study area is shown in the attached map, measuring approximately 370 feet in length and 90 feet in width. SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW DescriUtion of review activities, results, and conclusions: Review of HPO quad maps, relevant background reports, historic designations roster, and indexes was undet�taken on March 29, 2018. Based on this review thei•e are no NR, DE, LL, SL, or SS in the Area of Potential Effects (APE). There are no structures in the APE. This project is repainting line on the pavement and the installation of stop signs and yield signs. No Survey is required. Whv the availnble information provides n reliable basis for reason�cblv pre�lictin� that there nre no unidenti�ed si�ni�cant historic arclaitectccr�cl or landscnpe resources in the proiect nre�: Using HPO GIS website and county tax data pi•ovides reliable information regarding the structures in the APE. These combined utilities are considered valid for the purposes of determining the likelihood of historic �•esources being present. SUPPORT DOCUMENTATION �Map(s) ❑Previous Survey Info. �Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN Historic Architecture and Landscapes -- NO SURVEY REQUIRED NCDOT Architectural Histori Date His�oric �l rchi�echu•e nnd I.anrlscape.r NO SURVLY REQU!lUsD fm�m fa' Minor 77'anspa9alion Projecls as Oualified in the 2007 Nrag�'auimalic Agreement. Page 1 of 2 � s?d` �i, : r "y;�-H � / V w�' �t,�" � �?..,'v` �3-,� a' i.,- -.'' x �� � . . ,"Q. = v ,�`b �' � x ,�"`k�.;- as h�� . � . l� .. �'A �' . . �.: ,. .. , • ... ,. . : . � ... v . .�".. .. �... . . ....... . . . .. ...�, = r ; , ;r m m �.i . �d�kl .,:� . ,!- : r,. � . - . m � {� I � I I s . m I M1� . m ` H� O I o , .� . Il_ ' ' _I_ ^t' .. ' . _ � � . � Q �;.� � i `F' .-. `'�+'�'�,,13�' o��;^�.'�i'�'L'e`a4s. � �",','�r, ..�4[�.s'. .j '.t�1 ^. . . . . . . . , �I � i .� � ����. � � r . ► ��i �.g . � �j � J - � �' ? ! 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' i� ' ° . .t, = ��;f �{��; �`�` � � s v _ ' _ � x _ ' , �- � } i"l +�>� ■i '�e j, { �, >�. ,:r''��°V S4'v_��+�'�'e' >:4,� It Hrsta•ic Archrtectu��e and /.andscapes NO SURVL'Y Rh.'QUIRED form for Minor Transportalion Projects as Qualified in Ihe 2007 Programmalrc Agreement. Page 2 of 2 m� �.�� , ��, _;; � ;r��. ,:�. �f S. ��� � + d'1 n :. T ��� � M1¢ . SA ':i'y �..�. ^ry W' ti�;i, 1 p� � �SC�� f ..-� . gy! q�yV� �' ne:.., i� � , �L� ^ yr,�, f4 �� dY , i� � �� � ; Yai. '�� �. . . . � `" .1�•'., L4 - s " . .. � � t,�. �' �. �, � _, � v � � � : j �k '4 4{5-� Ks f "_�r�'. �� � �, ���n . :��� �; ` . .] 3. h 4�u" .. �� C''ty' �:�. Z if:. `� �� � � y "y h�� r +t. ,:�M . .-. �`� r --�fi, i .� �_ x k aye .,���k �' `. ' ��k� - r ��u.ti�� . � . ��;dll�r_`, � � r�,�., 4 t. �- r`Xy . T �)c �%, �� '�§ b ^.9� 'e R105 Yidnity� I�lap ���� t „ e� ��� iG `. i0 �" „ IT'yl ��q� r � �fLy N./r� V •'vl �� r�.. tit" M � ��� . . . -... .. -. .. .. . . . .. -. . . : __..,a .. �.... �..-._. . ... . 2.�. .' '.; ' i-:, g a ,X"^' �� � � �;� . ... _ ... .. . . . .o.... _ .--.., ._, . 1 -� .t :-. . .., . ... .� . �-y^.-. . . .�. ,,.':r. ^i'nl7 :>9?l^':� = Ji`.-!ry9n. x��rrF^+'•r � .. O {vl _. "}n`i "�- + � �'�f A. _ L J I:l:�s' l� t_.1M1 9 >._ �-, � � a L � 0 n T a 0 a 0 n m i i o' � r o, mao ooE �ac° O�N �¢i � O � � c � � � •� � � [`\� \� W O � 11 U � O V BEGA' PROJEC7 WBS 17BP.IOR.IOS —U S7'A.13+10.00 z a � � � � g[q t\ @_. �� � '. 3= ' :. A � a+�' � W 90.�....... �y� v � �'' �a. 7XIS PROJEC7 fS N07 Wl7iIIN ANY MUNICIPAL BOUNDARIES. l�rcea'n.G ON I7ilS PROJEC7 SFL17l BE PERFOINrcn TO 777G LlMIIS ESTABLTSXP,D BY MS77fOD 77. GR9PHIC SCALES zo io o io � "" PLANS 20 PROFI. . 0 2O 40 �R� � DESIGN DATA ADT 2002 = 160 ADT 2025 = 320 DHV = N/A D = WA T = 6% V = 45 MPH FUNC. CLASSIFICATION: LOCAL �°l[`A°]['lE �l� V�lEB'1[`ff-]( �A]EB�IL�NA 1�l�'1[�][�N �]F �-?[][�IE;T�Y'��Y"� A11tS0111 COU11lTY LOCATIOIY: BRIDGE #175 OVER CAUDLE BRAIYCH OlY SR I408 (DEEP SPRINGS RD) TYPE OF WORK GRADII�TG, PAVING, DRAINAGE, f�' STRUCTURE , ................ . 5............. . � ��.. . / �. N �Sc......... , l' � ..y;......,.,,;� . / ; `4 H� � �� � .. � eeuN euoce � -i.nwv.m.e� / i� ; " � I � � i�/ / ; .iNW_ \ PROJECT LENGTH L6AGTH OF ROADWAY PItOJECT NBS IIBP101U05 = 0.062 MILES LFNGTX OF S7RUCNRE PROJFiC7 WBS 17BP.IOR705 = 0.072 MIIES 7079L LENGZX OP PROJEC7 WBS 77BP.IOF.I05 = 0.074 MbES NCDOT COMACT: GARIAIJD HAYWOOD, PE Division Bridge Monager 0 \ ............. PL9NS PREPARED FOR 7H6 NCD07 6Y: � a�„ a $ � BP.l0.R.105 1 . ! . , r��h��%iin�i �s�a.�.., sA�f►���1:��..�� ���ir yl7 y� i�.•i `�IY �� J� �''. �1+ ���� 7 ETm PROJEC7 HBS —4 STA.I7+00.00 � .. �¢e �a,u"ao ��� XYDRAuuCS raren�ea RIGR7 OF WAY DAT&: NIKKI T. HONEYCUTf, PE ROADWAY MARCH 2O,2078 °AO��`'�'�" DESIGN ENCINEER LETlA'fi DATE: I ETHAN R. WASHAM, EIT SEPfEMBER 5, 2016 'RO�'T'6iON� INCOMPLETE PLANS m am m� ma ai� .rouumox 00CYMEM� MOT CONilOE11ED F�NI1L ux�eas u� a�oruTunet eorr�rrn 0 See Shee/ 7A For Index af Steets See Sleel iB For Slondor0 Symboloqy 5/r.ef DATUM DESCRIPTION THE LOCALIZED COOR�INATE SYS7EM �EVELOPEO FOP THIS PROJECT IS BASE� ON THE STATE PLANE COOFOINATES ESTABLISHED BY SEPI fOR MONIIMENT "030175-2" wITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF NORTNING: 470435.7630 Iftl EASTMG: 1613871.3317 (ftl ELEVATION: 457.18 Iftl THE AVERAGE COA9INE� GRIO FACTOR I1SED ON THIS PROJECT 1GR011N� TO GAI�I IS: 0.99987495 1/% = 1.00072507 THE N.C. LAMBERT GR1� BEARING AND �OCAIRE� HORIZONTAL GROUND DISTANLE FROM "BL-3" TO -L- STATION 13+10.00 IS 5 73'15'78.745° W 171.540 lft) ALL LINEAA �IMENSIONS ARE LOCALIZED HOPIZONTAL DISTANCES VERTILAL DATUM USE� IS NAVD BB BL-J N 4�0519.�11 E t6t4t1].t]] EIEV aaA9a' BN-I N<t095.W9 E 16ta302.iB5 ELEV aaB.B]' �. ;�. `... R TOE SLO�f AOfCCTON � ` Y SP! ORML A M ,. .�,� �. .-3z1�F �� �1&. , ,-,, o F /� , ` \ � � S. i F. `` �.. � 'y� c 3 . �\ � �'�.� o � � " � � �:. C ,::� �.d � .�'' I ,.i:�'�� r.l:� I //� � + 1 ��� �� . .,`f^, BEGIN PR TO n � ......., N � �S ,5.. � ...... ....... NAOINE C NEWELL R �� .......... Y oe 3is vc iea �"-!' PI S�o /3+9/32 Q .... 0= 2307'009'lRTI D = l3'OYl8.4 L = IT753' BEGlO 7 = 8999' -L_ . R = 440D0 .'� IG R� — ,_ o °e a �' .n:ci- —L' ""' �� �� — +3/J4 � —.�� "e" TM' P - {l32` :. .r ,.,-,..:�•.. � .... ,.. . .. .. a � n. � R ESi 3 iON cuuumw m�n eeoran� �' NA�INE C NEWELL OB ]I6 PG IB< NOTE:DESIGN SPEED SHOWN FOR HORIZONTAL WR✓E l5 UP 70 /0 MPH CE55 THAN OVERlJ1 DESIGN SPEED PER SU@—REGlONAL 7/ER DESIGN GUIDE(JNES. �\ � awss n ar w / /� � �� -� ,5� � i � ,, � ' / i <<' ` / j i � i� 1 � � % i . i 1 1 ✓ �, � \� S7Y Evgivevs. Iac. M .m�'�.�. rv�ieiai sne iu c �.�.�...u�meo �-oss�. I r� r's JI i mwn � � RICNPPO B 841(EP oa s� ac ise SXfEi NO. PoLANS - STA/5+26J2 �Q +06b2 �ao.00 Z 2788' �c.�a�.u.00• END APPROPLH SLAB —L' ST� +O6A3 o,.. �., i�.a /492 3JS — ���ai .,,..,o ,� ........._(TyFJ.. � �.�� ,�.� � :... ...... a`,.. Bd ......... ��� v x � �` �� \�� a'��, , � g �► � a a � -. �., . ; ... _...._.,s:� �_ Ba� ra siort nwrzcnoH s¢ onu� ♦ F �ase. as.00� � JAMES XALL FlISTIN p0 i91PG 19i Y e oxuMern wor coMsioe�eo muu UMLlif ALL ilON11TUREi GOY�LCiED Pl SYo /7+04D/ 9 �— 2T 35' 3/9'lRT1 U D = 648' S3.0' � L — 3/3DZ' e r - issbr R - 650.00' y -=`!\ • � � V JECY'WBS I(BPlORJ05 '� � n+oam ;` . ; ........................ DEfAIL A e.•,y-rn.:.� TOF�O�ON�( ' V.h,� uwra`� ��u � `.i) .. e- �.o n. n.. w u,�- a.. �r uwo 468 . . . . . . . . . . ��. �. . .. . . . �. � . . . .. �.� .... :.. �. . . �. . ... . x OE9/GN �SPEED SHONN FOR VERTICPL �CUR✓E l5 UP � �� 468 � � �� ��. � � - � � �. � �� �� �. � 70 20 MPN LE55 7HAN O✓ERNl DESIGN SPEED . . . �� ' ' '� � ' � � � � �. � � ' � PER SUB—REGIONAL TIER OESIGN GUlDEL1NE5. ' 464 . ;... . , _. . ..: . , .. . . ; , . .. . . _ 464 . ��. � � ND ROJ w O PIORI 5 ; sran+aom � . ..... .... . . . _. ._ �. ...� :: ._ .. _ ... . EC=� 45630' .. . /�� .._.... BEGIN BRI�E � :.. . .. .. . . . .. . . .... �� .. 460 460 .. . . .. . .. _ . . L�- 57A 14+6387 � . .. �.. .. .. � BEG/N PROJELT V/BS (JBPlORJ05 ENO BRIOGE ��// ... . .. 5Tai3+iO.00 ... . � [av Poi,vr'.. � . L— STA 15+26J2 .. .. PI=.16+15.00 � . . .. .... �� :.'�/ _,. . _. ...._....... 4S6 . . . EL.=. 45193' ... � . ... STA/4+3954 ... . ... . . .. . :. .. VC - 4dba � . ..'�+�AB��� � � 456 � Pl=J3+85A0 EL= 4497d �. . � � OSc-225 MPHx � � EX�� ` . . � ��. . � EL = 44935' - _ vc= rsa _ _ _ _ _ _ _ .::.:._. ___'____ K = 38 � . �. . � .. .. . � ..... �PROPOSED.GROUND..... .. ...... ..... . ':..:.. ...:.....:.. 4S2 452 .. ___c.___. . . � .OS = 30 MPHx.... .. . .. � .. ��� . . . � �r.9% EX/ST 1y3365�/ _ 448 444 . " ..... ° 440 ...- , . , . .:..�. � 436 . ..._..� . 13+00 .. ... . e. ..�. . ... .....I�� ! . . ..._C(A55 /l.. ._. � .. . RlP � RFP —� ?YP! 14+00 . . . . f+A75435% �T� _��- .. . .� . . . . . ... . . . --- ------- � a.u-�.. . ... . 448 � � �exisrwc� cttouNo ��. , BRIDGE hIYDRAULlC DATA REMO✓E � EXlS7/NG � � � � � DE516N OfSCHPRGt = 900 CFS � � � � � STRUC7URE � - � i � ���� � � D£5/GN FREQUENLY � � = 25 � � � YRS 444 . . . . . .... � • - .•. :.:... . �DESIGN FM'� ELEVFlTION �_ � 445$ � � � � BASE DISCHARGE = 13W CFS � — EST 223 CV UNCLASSIFIED . � � BtSE FREOUENCY = l� YRS � .� ... .. . .57RUCTURE-ExCAVATION �:.:.. . '° . ° '.": ". .....BASE HW � EGEVATION � � _ 'Fq7b FT �. 440 ��-- � - � - � � (TOTAL-BOiH SIOESY � � • ' •:^ � '--- -- 0✓E/7TOPPING D/SCHaRGE= 3000 Cf5 � � ' �� � �! ' . .O✓ERTOPPlN6 FRE�UENCV= 500+ yR5 � . �� '� ' O✓ERrOPPING EL.EVATION = 4�9.7 Ff . . _ . . ... ..... . .. . . . . _.. . . .. .. . � . _ . DATE AF. SUMEY .. . . P . OI//0/20/8 . 436 .... .. . . .... .... . . _ . ...... .... �. WS.ELEVA7/ON 440J � FT � � . � , . A7 DATE OF SUFVEY ' _�._ ..... . ....... ..... ....... ....... 432 75+00 16+00 17+00 18+00 OFF-SITE DETOUR SIGNING AND ROAD CLOSURE SIGNING P �ot :����� �� ' : : -�. .,_, ,_ _, .����� �. . . .�. ,_..._, .����������. _ .. . :����� it . ' ��: �'��� n�� �� �� �� �� \\\\\\ // : ,' �/I \' \\ ��� �r�: ��r \\\\\\ // t'� /I �\ m/ I�\ �: � . � � - - O ROAD CLOSED 500 Ff V!1 W �B" % IB•• O � •�i .e- x se" O ROAD CLOSED 1000 FT Yl16d �8" % IB•• O ROAD CLOSED AHEAD vaw tB" % IB" O � STOP R1-1 dB' i � ROAD ROAD CLOSED CLOSED AHEAD AHEAD wao� vnua �8"%19" �8"%�8.. NEXT RIGHT sP�a O4]" % H,• F Deep Springs Rd END DEfOUR � � 3�" % 10•• O Deep Spnngs Rd DEfOUR �..9 31•• x R,• �M'HL b" % IS'• O oaev sv��p: rtd DEfOU[ µ�a t�" % 12" � MS-1 R 31" % IS•• O SEE HOAOWAY STD DWG 1101.03, SHEET 1 8 2 OF 9 6�� 1 rr�� �� POR ADVANCE WAflNING AND BAIiflICAOE PLACEMENT. Scale: 1"=600' Deep Springs Rd DETOUR AHEAD NEXT LEFf SPJL 'N3O' �r• z n„ se^ x se.. O O Deep Spnnps Rd Deep Spnngs Rd DETOUR �..g DEfOUR 1� 12,. 1P•x t3•• � Mo-i � a Mat tl^% 15„ 31"% 15•• O O